|
|---|
Category:Drawing
MONTHYEARML23181A1702023-06-30030 June 2023
2 to Updated Final Safety Analysis Report, Figures
ML23181A1692023-06-30030 June 2023
2 to Updated Final Safety Analysis Report, Figures
ML23181A1682023-06-30030 June 2023
2 to Updated Final Safety Analysis Report, Figures
ML23181A1672023-06-30030 June 2023
2 to Updated Final Safety Analysis Report, Figures
ML21201A2652021-06-30030 June 2021
Updated Final Safety Analysis Report, Revision 21, Chapter 10 Through Chapter 19, Figures (Redacted)
ML21201A2612021-06-30030 June 2021
Updated Final Safety Analysis Report, Revision 21, Chapter 2.5 Through Chapter 3, Figures (Redacted)
ML21201A2662021-06-30030 June 2021
Updated Final Safety Analysis Report, Revision 21, Chapter 4 Through Chapter 9, Figures (Redacted)
ML19205A2202019-06-30030 June 2019
Updated Final Safety Analysis Report, Revision 20, Figures, Chapter 1 Thru Chapter 2.4 (Redacted)
ML19205A2222019-06-30030 June 2019
Updated Final Safety Analysis Report, Revision 20, Figures, Chapter 4 Thru Chapter 9 (Redacted)
ML19205A2232019-06-30030 June 2019
Updated Final Safety Analysis Report, Revision 20, Figures, Chapter 10 Thru Chapter 19 (Redacted)
ML19205A2212019-06-30030 June 2019
Updated Final Safety Analysis Report, Revision 20, Figures, Chapter 2.5 Thru Chapter 3 (Redacted)
ML18277A3032018-09-21021 September 2018
Third 10-Year Interval Inservice Inspection Program Update, Part 2 of 7
ML18194A0952018-08-0606 August 2018
Log of Boring PV-45
ML18193A8982018-08-0606 August 2018
Figure 9.2-4, Demineralized Water System Water Pretreatment Subsystem.
ML18194A0872018-08-0606 August 2018
Log of Boring PV-62
ML18193A8992018-08-0606 August 2018
Figure 9.2-5, Demineralized Water System Water Demineralizer Subsystem.
ML18194A0942018-08-0606 August 2018
Log of Boring PV-44
ML18192B8852018-07-30030 July 2018
Map 3-2, Proposed Palo Verde-Devers Transmission Line, Summary of Anticipated Impacts Kofa.
ML18192B8872018-07-30030 July 2018
Map 3-4, Proposed Palo Verde-Devers 500KV Transmission Line, Vegetation Impacts
ML18192B8862018-07-30030 July 2018
Map 3-3, Proposed Palo Verde-Devers 500KV Transmission Line, Geotechnical Sensitivity Excluding Soils.
ML18192B8892018-07-30030 July 2018
Map 3-6, Proposed Palo Verde-Devers 500KV Transmission Line, Recreation Impacts.
ML18193A0792018-07-30030 July 2018
Figure 10.4-8, Basic Flow Diagram Feedwater System.
ML18193A0822018-07-30030 July 2018
Figure 11.2-2 P&I Diagram Liquid Radwaste System.
ML18192B8922018-07-30030 July 2018
Map 3-9, Proposed Palo Verde-Devers 500kv Transmission Line, Cultural Resource Impacts.
ML18192B8902018-07-30030 July 2018
Map 3-7, Proposed Palo Verde-Devers 500KV Transmission Line, Wilderness Impacts.
ML18193A0802018-07-30030 July 2018
Figure 10.4-9, Auxiliary Feedwater System.
ML18192B8912018-07-30030 July 2018
Map 3-8, Proposed Palo-Verde 500KV Transmission Line, Visual Impacts.
ML18192B8882018-07-30030 July 2018
Map 3-5, Proposed Palo Verde-Devers 500 Kv Transmission Line, Land Use Impacts.
ML18192C0052018-07-18018 July 2018
Drawing 13-E-ZJC-034, Rev. 0, Control Bldg Conduit Arrangement Plan at El 74ft Level Ab.
ML18192B8372018-07-18018 July 2018
Figure 1, Red Lake Canyon - Mohave, Bridge Canyon Country Estates, Alternative Segments.
ML18194A2582018-07-13013 July 2018
Drawing, Unit 3 Power Block Excavation, Vertical Projection of Map Area, 44.
ML18194A1552018-07-13013 July 2018
Log of Boring PV-2
ML18194A3672018-07-13013 July 2018
Figure 2E-2, Geomorphic Profiles, A-A' and B-B'.
ML18194A2542018-07-13013 July 2018
Drawing, Unit 3 Power Block Excavation, Vertical Projection of Map Area, 37.
ML18194A0702018-07-13013 July 2018
Log of Boring PV-64
ML18194A2772018-07-13013 July 2018
Drawing, Unit 3 Power Block Excavation, Vertical Projection of Map Areas, 1 + 2.
ML18194A1562018-07-13013 July 2018
Log of Boring PV-3
ML18194A0522018-07-13013 July 2018
Site Property
ML18194A0692018-07-13013 July 2018
Log of Boring PV-63
ML18194A1582018-07-13013 July 2018
Log of Boring PV-5
ML18194A3692018-07-13013 July 2018
Figure 2E-5, Location of Gila River Terraces and Major Photo Lineaments.
ML18194A0582018-07-13013 July 2018
Figure 2.5-8, Sections Through Site Vicinity.
ML18194A1612018-07-13013 July 2018
Log of Boring PV-1
ML18194A2602018-07-13013 July 2018
Drawing, Unit 3 Power Block Excavation, Vertical Projection of Map Area, 32.
ML18194A2612018-07-13013 July 2018
Drawing, Unit 3 Power Block Excavation, Vertical Projection of Map Area, 33 + 34.
ML18194A1572018-07-13013 July 2018
Log of Boring PV-4
ML18194A1602018-07-13013 July 2018
Log of Boring PV-7
ML18194A0452018-07-13013 July 2018
Figure 2.5-27, Palo Verde Hills, Profile 3-4
ML18194A0462018-07-13013 July 2018
Figure, Profile 1-2.
ML18194A0672018-07-13013 July 2018
Figure 2.5-86, Location of Gila River Terraces in Relation to Lineaments.
2023-06-30
[Table view] |
Text
NATURAL GAMMA LOG INCREASING RADIATION COUNTS PER SECOND
~ BASIC PROPERTIES SOIL 90 IDD 50 l20 LITHOLOGIC DESCRIPTIONS DATA UNITSV CARBONATE CONTENT PALEO-MAGNETIC POLARITY Q POSITIVE l30 I I 0 I 2IO 2 250 Pl 2 /c ELEV-892'+
~5(LTY SA(VD,(SM) b o n,loose d y 0+ e NEGATIVE to mo st. /ocahzed concha ho zona e 20 J devdANDY 5(LT VVITH CLAY((MLj, bcowh-0 oy, soft mast paleosol lapm nt o/ ZD ZS; 33; d38' (r
Q 28 40 SILTV'LAY(CL'CH), ed-brown.
s( ff, n o st/ baca Tee ail( e M th 50 depth; pa(cosa( de eloped af 4(/
60 60 SAND W(TH $ (LT, (SP.SM) wh ts, loose wef, s b ou ded, guart mna,o d, feldspar grciins; scahe ed col che nodu(es CLAYEY 5(LT, (ML),red-b own, e 72 stiff hast, niicacecn a, pa/nasa/ IR64 p de us(oped at y/
85 y SAIV0 WITtf 5(LT, l5P-SM) Irray, 68 loose to med um dense, we f/
occasions/ sandy siH terbcds ME43VRED WATER LEVEL H6 w 5(LTV CLAY AND CLAYEY$ (LT I20 (cL-CH.MLj,red, ery shN, moist(
scat/a ed ca/iche nodules 5(LTV SAND AND 5ANDV 5(ET/ (36 (SM-ML). brown to gray, dense or ve y shff,mo sf
~5(LTJ CLA Y AIVD CLAYEYSIL T (46 WITH SAND((CL h(L j, eo'brown, sry sr tl, o st/stringers of gray- 156 g es ti ghly ploshc clay
~5(LTY CLAV AIVD SAIVDI SILT; (CL h(L), brown fo r d-5 ow,very (4
12 5tiff, ma sl, sfrahfiedi becomes san(her wn'h depth.
30 ue 186 32 94 i86 200 33 99 205 5(LTY CLAY, (CL-CH)rcd-0 own, med um fo high plaattcity, very sttff to hard, morat/ aso al si(ty sand /e 240 (f3 244 IB 255 260 Q 265 274 285 CLAVEV'ILT,(ML),bown, y 00 sr rr, moisr LTD- 300
' 300 360 SSO 440 460 460 500 520 540 SAMPLE LOCATION ~ DEPTH (FEET) ~
SYM BOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY Pl minus W/0 200 p(askcily ndez psrcsnl passing 200 sieve percent mo(slwe Asrw o 422 hsl2(
Asrsi o Ass Asrkil o 424 /(sr(i Inchnotion of remnon/ mognelrc vscloi in general agreemsnr wifh fie(d
((Pi or opposition lo /8 I Ihe present magnetic Sd Sry dens ly kern(ozzie-rr 8 Magna/ic vector i nde/srminate n SAMPLE TYPE Drive Sample Pi feb sr 7 be Sample NX Core, 4'o Indicofes % Recovery Poleomognehc Reversal~ 8 izs ID ezt3 DESCRIPTIONS depth elevol on Slondord Pens(ra(ion Teel, h'ol s Asrw oises-sr Lilnalogic esse/(phone were compiled from gsologisls field logs, CARBONATE CONTENT lesorolory (eel dale, ond dawn-hole geophysics Field logs were prepared n accordance with ASTM DZ488-69 Clossif(canons
+ No Reaction Slighhy Rene(a e based on laboratory test dole ore In accordance wilh ASTM Moderately Reactive 0248T-69. Rack dsschpfions follow procedores ovhined ln /hs III
+
+
High(y Reocti vs QUARTERLY OF THE COLORADO SCHOOL OF MINES, go(vms 50, No / Dsscrptions for story boiings ors based upon cvhiiigs fbosed on sample section lo o /0% HCI solo/ion/ samples, geophysical logs ond drR(ers'commenls UNITS Iinils column refers lo geneio/ s/ioligrophic divisions idenhfied wilhin Ihe basin sad(men/s LOG OF BORING PV-37
